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Merge pull request #42 from mansakrishna23/main
adding in SSA for floating ice shelves
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from .continuity import * | ||
from .dummy import * | ||
from .stressbalance import * | ||
from .iceshelf import * |
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import deepxde as dde | ||
from . import EquationBase, Constants | ||
from ..parameter import EquationParameter | ||
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# SiSA constant B {{{ | ||
class SSAShelfEquationParameter(EquationParameter, Constants): | ||
""" default parameters for SSA on ice shelves | ||
""" | ||
_EQUATION_TYPE = 'SSA_SHELF' | ||
def __init__(self, param_dict={}): | ||
# load necessary constants | ||
Constants.__init__(self) | ||
super().__init__(param_dict) | ||
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def set_default(self): | ||
self.input = ['x', 'y'] | ||
self.output = ['u', 'v', 's', 'H'] | ||
self.output_lb = [self.variable_lb[k] for k in self.output] | ||
self.output_ub = [self.variable_ub[k] for k in self.output] | ||
self.data_weights = [1.0e-8*self.yts**2.0, 1.0e-8*self.yts**2.0, 1.0e-6, 1.0e-6] | ||
self.residuals = ["f"+self._EQUATION_TYPE+"1", "f"+self._EQUATION_TYPE+"2"] | ||
self.pde_weights = [1.0e-10, 1.0e-10] | ||
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# scalar variables: name:value | ||
self.scalar_variables = { | ||
'n': 3.0, # exponent of Glen's flow law | ||
'B':1.26802073401e+08 # -8 degree C, cuffey | ||
} | ||
class SSAShelf(EquationBase): #{{{ | ||
""" SSA ice shelf, on 2D problem with uniform B | ||
""" | ||
_EQUATION_TYPE = 'SSA_SHELF' | ||
def __init__(self, parameters=SSAShelfEquationParameter()): | ||
super().__init__(parameters) | ||
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def pde(self, nn_input_var, nn_output_var): | ||
""" residual of ice shelf SSA 2D PDEs | ||
Args: | ||
nn_input_var: global input to the nn | ||
nn_output_var: global output from the nn | ||
""" | ||
# get the ids | ||
xid = self.local_input_var["x"] | ||
yid = self.local_input_var["y"] | ||
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uid = self.local_output_var["u"] | ||
vid = self.local_output_var["v"] | ||
sid = self.local_output_var["s"] | ||
Hid = self.local_output_var["H"] | ||
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# unpacking normalized output | ||
u, v, H = nn_output_var[:, uid:uid+1], nn_output_var[:, vid:vid+1], nn_output_var[:, Hid:Hid+1] | ||
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# spatial derivatives | ||
u_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=uid, j=xid) | ||
v_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=vid, j=xid) | ||
s_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=sid, j=xid) | ||
u_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=uid, j=yid) | ||
v_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=vid, j=yid) | ||
s_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=sid, j=yid) | ||
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eta = 0.5*self.B *(u_x**2.0 + v_y**2.0 + 0.25*(u_y+v_x)**2.0 + u_x*v_y+1.0e-15)**(0.5*(1.0-self.n)/self.n) | ||
# stress tensor | ||
etaH = eta * H | ||
B11 = etaH*(4*u_x + 2*v_y) | ||
B22 = etaH*(4*v_y + 2*u_x) | ||
B12 = etaH*( u_y + v_x) | ||
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# Getting the other derivatives | ||
sigma11 = dde.grad.jacobian(B11, nn_input_var, i=0, j=xid) | ||
sigma12 = dde.grad.jacobian(B12, nn_input_var, i=0, j=yid) | ||
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sigma21 = dde.grad.jacobian(B12, nn_input_var, i=0, j=xid) | ||
sigma22 = dde.grad.jacobian(B22, nn_input_var, i=0, j=yid) | ||
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# compute the basal stress | ||
#u_norm = (u**2+v**2)**0.5 | ||
#alpha = C**2 * (u_norm)**(1.0/self.n) | ||
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f1 = sigma11 + sigma12 - self.rhoi*self.g*H*s_x | ||
f2 = sigma21 + sigma22 - self.rhoi*self.g*H*s_y | ||
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return [f1, f2] #}}} | ||
#}}} | ||
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# SSA variable B {{{ | ||
class SSAShelfVariableBEquationParameter(EquationParameter, Constants): | ||
""" default parameters for SSA, with spatially varying rheology B | ||
""" | ||
_EQUATION_TYPE = 'SSA_SHELF_VB' | ||
def __init__(self, param_dict={}): | ||
# load necessary constants | ||
Constants.__init__(self) | ||
super().__init__(param_dict) | ||
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def set_default(self): | ||
self.input = ['x', 'y'] | ||
self.output = ['u', 'v', 's', 'H', 'B'] | ||
self.output_lb = [self.variable_lb[k] for k in self.output] | ||
self.output_ub = [self.variable_ub[k] for k in self.output] | ||
self.data_weights = [1.0e-8*self.yts**2.0, 1.0e-8*self.yts**2.0, 1.0e-6, 1.0e-6, 1e-16] | ||
self.residuals = ["f"+self._EQUATION_TYPE+"1", "f"+self._EQUATION_TYPE+"2"] | ||
self.pde_weights = [1.0e-10, 1.0e-10] | ||
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# scalar variables: name:value | ||
self.scalar_variables = { | ||
'n': 3.0, # exponent of Glen's flow law | ||
} | ||
class SSAShelfVariableB(EquationBase): | ||
""" SSA for ice shelves on 2D problem with spatially varying B | ||
""" | ||
_EQUATION_TYPE = 'SSA_SHELF_VB' | ||
def __init__(self, parameters=SSAShelfVariableBEquationParameter()): | ||
super().__init__(parameters) | ||
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def pde(self, nn_input_var, nn_output_var): | ||
""" residual of SSA 2D PDEs | ||
Args: | ||
nn_input_var: global input to the nn | ||
nn_output_var: global output from the nn | ||
""" | ||
# no cover: start | ||
# get the ids | ||
xid = self.local_input_var["x"] | ||
yid = self.local_input_var["y"] | ||
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uid = self.local_output_var["u"] | ||
vid = self.local_output_var["v"] | ||
sid = self.local_output_var["s"] | ||
Hid = self.local_output_var["H"] | ||
Bid = self.local_output_var["B"] | ||
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# unpacking normalized output | ||
u, v, H, B = nn_output_var[:, uid:uid+1], nn_output_var[:, vid:vid+1], nn_output_var[:, Hid:Hid+1], nn_output_var[:, Bid:Bid+1] | ||
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# spatial derivatives | ||
u_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=uid, j=xid) | ||
v_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=vid, j=xid) | ||
s_x = dde.grad.jacobian(nn_output_var, nn_input_var, i=sid, j=xid) | ||
u_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=uid, j=yid) | ||
v_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=vid, j=yid) | ||
s_y = dde.grad.jacobian(nn_output_var, nn_input_var, i=sid, j=yid) | ||
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eta = 0.5*B *(u_x**2.0 + v_y**2.0 + 0.25*(u_y+v_x)**2.0 + u_x*v_y+1.0e-15)**(0.5*(1.0-self.n)/self.n) | ||
# stress tensor | ||
etaH = eta * H | ||
B11 = etaH*(4*u_x + 2*v_y) | ||
B22 = etaH*(4*v_y + 2*u_x) | ||
B12 = etaH*( u_y + v_x) | ||
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# Getting the other derivatives | ||
sigma11 = dde.grad.jacobian(B11, nn_input_var, i=0, j=xid) | ||
sigma12 = dde.grad.jacobian(B12, nn_input_var, i=0, j=yid) | ||
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sigma21 = dde.grad.jacobian(B12, nn_input_var, i=0, j=xid) | ||
sigma22 = dde.grad.jacobian(B22, nn_input_var, i=0, j=yid) | ||
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# compute the basal stress | ||
#u_norm = (u**2+v**2)**0.5 | ||
#alpha = C**2 * (u_norm)**(1.0/self.n) | ||
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f1 = sigma11 + sigma12 - self.rhoi*self.g*H*s_x | ||
f2 = sigma21 + sigma22 - self.rhoi*self.g*H*s_y | ||
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return [f1, f2] # }}} | ||
# no cover: stop | ||
#}}} |
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